Supporting Documentation · Jun 3, 2026
2026 02 12 Crestmont CC and Eagle Rock Ave Stormwater Management Report
b2e79b7061cbbbe57e9837f2fec3a1c0d102ba104a1fd5bfe1ade5107afe3de3Indexed text · page 92
Show all pagesHydrograph Report File: Eagle Rock Existing (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 TOTAL POA-1 Hyd. No. 18 Hydrograph Type = Junction Peak Flow = 23.47 cfs Storm Frequency = 10-yr Time to Peak = 12.13 hrs Time Interval = 1 min Hydrograph Volume = 93,069 cuft Inflow Hydrographs Total Contrib. Area = 0.0 ac Qp = 23.47 cfs 26 25 24 23 22 21 20 19 18 17 16 15 14 Q (cfs) 13 12 11 10 9 8 7 6 5 4 3 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Time (hrs) EX-1-D EX-1-U TOTAL POA-1
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- Sep 29, 2026
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